Loading...
HomeMy WebLinkAbout96-5914 BUILDING PERMIT 0 --' . . . ,CITY OF ZEPHYRHILLS permitN. ~ - 591~ (813) 788.6611 Date /; - 7 - ? t, BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn " ~ > g; t:/l) Water Conn: 3~'zJ. CJ1) Water Meter: /6,-..5--: cJiJ Property Owner: Job Address: -.3 Parcel 1.0. # 1:1 -,;J6 -;:J J.. 0 - ~ /) c:J 0 CJ ... Zon;ng, '3Z Ene,gy ~ ~71' De"";Pl;on of Wo,k . - "c<) . -.d ~ - . ".....U~ '11- _ _,-''''U_ T'l~;r.-_. U I.[llL_"_, _ _ !Ii'~;J LI)i*lIll1.lIlJ6f"\ --d/7~-t ~ J~ f1.11lMA1L4-I I;) -II -j'i::, 1:3? n WI FINAL NO OCCUPA CY BEFORE C.O. T,I.F.'s: Permit Fee Signature Company Address Telephone# Inspector Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. Valuation or Contract Price ---- City License Registration # /9'2 State Certified License# Insul. CL WL Cl;~ ~oL---~dJL;6l~!f?L6h_~~~ BUILDING ELECTRICAL . PLUMBING MECHANICAL -D Tp. Servo SLB ~llt.1.. ~~~ Breakers Rough In (j-d 7... 'iJ h &13 Tub Set 't?-/;). -q~ 8,/1 Ducts Insl. 9-1 d - 9b 8d3 Meter Can b ' 7- f .b Water Compressor Const. Pole "tJ. fiJl4 &tJ Sewer / Z " /1. -/1(, ..$0;J Final Pool Final Pre-Meter JZ....//-YJ~ofJ Final F., b-~.~ Pre'SLB - ~ Lintel FRM. 9-~7-Cf6 &e Driveway //--~-~/lo ~f3 ~ rJ 'J~"'1{,gl'LL REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: ~ n / -# /J. L. ?f 6' --;9 ~ 7' ~ a. Wrong Address .!\/~ ~... b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. AFPLIcAtlON FoR rRRHIT CIIY or ZErHiRM1Ll~ butLDING DEPARTMBNT ;J~:< . '!ILl ----;;;:zPHONP. )4w'''''5 6 ;? - ':>/ If ::. OWNU'S N LlGAL PISClll'Tloth LOT(S) BI.OCIL-..SUBDIVlSION PAROEL I.D.' )a,~.;2f,' ~ L- 0).~.D - O~ "' q 8~ 0 (OBTAIN PROM PIDPItRTY TAX. tlO,.IClU WORK PROPOSlDs_"ev Coftat.ru.ctioQ -----Addition _J.1teration __Jepair _Install JOB ADDU88 _Si8Q, _---"'aye --.J}MOlish PROPOSED USB: ~ioale F..Uy _J/F ..__f of Units ---1I/B __ec-ecclal __IodUl!lt. _Swt.. Pool _other ~e.taurant , Health Dep8rtaent Approval DBSCIUPTIOI 0' MOM; BUILDING SIZI: .x... .__,_Jquare Peet, .Height USJDDTIAL: AtTACH (2) PLOT PLANS, (2) SETS OF BUILDING PLANS" (1) SBT BNERG! FORMS. cotIKBRClAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET 2NBRGY FORMS. PROpaTV SURVEY RBQUlRBD FOR ALL NEW CONSTRUCTION. p~U'G REOUE5'l1W ___UlLDlNO $-~............ _~___Va1ualion of Total Construction KI.Ect'I1CAL --1lECllAllI.CAL -PLtItIIRG -fl.P Service __Florida Power Corp. M.R.B.C. S......",_.UIff_"'_' ".1/_ . . ..__valuation of Mp.ch8ni,clll Jmatal.lation ~GAS _---ROOFING SPBClALTY typE 0' OOlIS'D.UcnOlh __Jloclt _Fraae _Steel .......Other nlURID FLOOR BLBVAtlOJlS:__ FT. IS PROJECT IN FLOOD ZONB ARIA' TIS NO .......................................... CORTRA~Q.SECTION IIRLDa ootlPAMyJ.f~o.~ '-fJ.~ ~ av.. tAlte Cert, or Re8lat. , Q.. 'Bc..o ~ Signature Oity Llc~8e R@gistr.tlon . = ~2l""'''''''.''''.;:::::g:;;~~~. , . State Cert. or ReBlet. ..Ji&.Cla ';"Zi __ e _,__.____,_ .____ City License Re8istratiol'l . _ & _ .......................................... Signature CotlPANY_ Q.. StAte Cert. or 8 t.' City Ltcen5~ R~gi.tration . ............................... PUJDD. Signature KKCIIAIIICAL OOKPANY State Ccrt. or Reeist. City License Reaistration . ..................................**...... ~. 11111II Sianatu.re COMPABY ~_ State Cect. or RP.st.t. . City LiCen8e Registration . .......................................... APPLICATION APnf)V1U) BY ._~_._, .. ,..____... P2RM1T OPFICER. , II 'I "-"~- -"....' ".... .,.'. . . CONDITIONS OF PERMIT AFFIDAVIT A. IfOTICB OF DJtm RKSTRIC'l'IONS . . fbe uader.lgaed-UDdIrttaD4t thitiEbfl pi'tllt lay be subject to 'deed re8trittlone" wbleb lat be tore reatrlctlvl than eitr regulltlaol. rbe uDder.lgntd aSIUltI responsIbility for cOIplfance with any appliclhl1 4eed :cltfletiODl. 8. UNLICBNSBD CONTRAC~ORS AND CONT~CTOR RESPONSIBILITIBS If till CMltf bu blrH'~i- contractor or contractors to undertake wOrk, they Ii, be r84uirec1 to he lie_lid In ICC:Or4uce 11th ttate - local regul'UDDI. If the contractor te not licensed u require" by In, both the owner ana contractor ., be clt8cl for I l11de1eanor violation unaet alate law. If the owner or Intended contractor .r8 WlcertalD as to wbat lIeHling requirellOts II' appl, for thu intended work, they are advieed to contact tbe City of lepbft~illl BulldiDg Depertleot, (813) 788-6611. FurtheflOre, If the owner baa blred a contractor or contractore, be 18 advised to bay. tbe contractor(l} aiga portiGal of tbe 'Cootr.ctor Secti_, of this application for .bleb tlley "ill be IlUJponsible. If you, u the OImBI .ign as tbe CDIItllctor, Joo It. Indicating that you, rather than tbe contractor, are responsible for tbe work. If the contractor Illb.. JOI1 to lip U COIltrlctor that lilY be an indicltion tbat be 18 not properly Heenaed and Is not entitled to penittlD9 prbU. iD the City of ZepbJrbll11. c. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ~'~._--~~.'---'------"'--"--_._-- ! D. ~OU!TRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMBRDED) I certl , t I, tbe Ippllcant, baye been provided with a copy of 'Florida's COn8tructlon Lien Law - BoIeoMDer'. Protection Guide' prepmc1 by the Florida DepertJent of Agriculture and Conllu'~r Affaire. If the applicant I. IClMIORe otller tbln the lOIftlr', I cartlf, thlt I hay. obtained a copy of the above described docuaent and prOlise 10 good filth to da11,er it to the 'owner' prior to COIIIftCBllRt. E. CONTRACTOR'S/O~S:R'_~..AFFIJ)AVIT 1 certif, tblt all tbI infOrJation In thil application i. accurate and lbat all work viII be done in COIpliaaCl _ltb .11 epplieabll I... regulating construction, loning, and land developllnt, Application II berebr lade to obtain a perlit to do vork and in.tallatlon as indicated. I certlfr that no work or lutaU.tloa has u.enced prior to issuance of a per.it IIId tbat alllfOrk wUI be perfoned to .et It_ra. of ell III. regulating COIlItruCtion, Cltr codu, loning regulations, and land daveloptent regulationa in tile judlC11ctloo. 1 allO cerUf, that I und.r.tand that the rIIg\11ations Df other 9OY'tnIeI1tal agenet.s HJ apply to the Int_1Id IOI't, _ lUt It i. fI1 r8lponaibilltr to identif, "bat actions 1 lUst take to be in co.pHanell. Sucll agenda incluc1e but UI DOt U.ited to: t DDJrt.lent 9f InvlrOlllefttal Requlatiof! - Cyprus Barheads, lIetland AUS8 and InvirolllMullr S_lthe LaDeJ., : Water/Wastewater 'reltJp~t I !QiatJllelt 'Iod. "aur Jlaoag~t Diltrlct - WeUI, Cypress Barheads, Wetland Area8, Altering lIatercolIf8eI · IrIr CorDI of IDrIDtItI . SeawallS, Docks, NavJgable Waterway. t ~t Df IIIltII , hbilbllltati,. Seniels, Ba,irouental Health Unit - We1l8, Wastewater 1'r8ltl8nt, Septic lanb · US Inl~tal Protect1~ 1Q1ftc.Y . Albtstos lbatuent I .lso cartl'r that, It fill llterial is to be ueed in Flood Zone -A' or MAretc.', It 18 underltood that a dralnege plan Iddrllllng a 'eDIpID,.ting volU18. will be eubllttea whiCh is prepared by a professiODal engineer registered In tbI State of Plorlda prior to peIllt illuance. I pIlItt 10u14 lball be COIIfItrued to be I license to proceed tilth the !fOrt and not al authorltf to dolete, CIIICIl alter. or let I.ide anI provlalODI of the tecbnical codes, nor shall issuance of 8 ptrtit prevent tbe Building Offlci.l frol tbarllfter requlrill9 I correction of error. in plenl, COII8UucUon, or Ylolations of InY code. I.eq ptl'lit i8luad ebill beCOII1Dfalid unIe.. tile 110ft autborlled bJ 8um penit is COIIence4 within sillOntbs of issuance, or if IOrk lutboriled b, till panlit 18 IUlpended Dr abiw1oDe4 tor a pedoc1 of eillOntbs after tbe U. the work is ~cet1. 0ft8 10 ...., eatlllllaG bf t., .r be allowed for tilt pm,Jt 11tb fee eIIarge of '15.00. tbe ut8l\81oJl sball be requeated In wdting to tile BuUtlag Offle1al. An IpptOYlClIupecUan IUllt be. 100014 during eacb oil IOBtll period, or u., project wUI be C01IIit1ere(J lbaDaoned. _IIG to 0InIIR; YOUR PAl CORD A MICE or mtmlCIJIBMI MAY RESUL' I. TOUR P ICI POll DIPROVIIIIIII 10 lOUR PIOPUff. IP!OO IIUID raIl f1 CIIfG, COR8ULI IIlIH YOUR LIJIDIR OR All A IFORI JIG YOOJIIOrICI 0' CDIDCIIIIIft'. J '2,500 1 UK DO lot QED 10 RICORD UD posr A III L ~._--, StiR 0' MIDi coom 0' S? ~ _, The foregoiDg iD.t~ent was acknOwledged before .. this ~( ~ ~, 19 t:t It, by wbft.~il!~~ Dr iiliOiia. produced i-...l PI-... ~ ___ al identification and who d1d/d~t ~~r<_.~, (9Ilature) ~~ -.--- srATI OF p~ COUNTY OF "-Y ~) The foregoing in8trument wal acknOWledged before me this '01.f ;2. 3. , 19~ by ~4~~~~ who 1s personally known to .. or who bas produced ~ ~ as identification and wbo did/did Dot t8~~.~~~~~ ~ (Mae Typed, p .- ~~t8iipedI- - (Naie Typed, Printed or Stuped) RO'I'ARY PUBLIC NOT~RY PUBLIC _" "",>... ,~'!.~-cJOlll; ~- .. ,~.,.., ------------------------------- Bearing wall <---Plan outline of residence ----Ridge---- End wall---> Bearing wall ---------------------------------------- j<----------------Length---------------->I Length along bearing walls out to out of studs = 40 feet Width along end walls out to out of studs = 22 feet Roof overhang in long direction from outer face of stud Roof overhang at short end wall from outer face of stud Height of exterior wall to top of plate on long side Roof cross slope 3 /12 Wind velocity 100 mph Width v 2 feet generally 2 feet generally 8 feet constant Bearing wall - - --Ridge- - -- 1<-------------- -Length------ --------->1 I Length a~ng bearing w s out to out of stu = 40 feet Width al ng end wal out to out of studs = 40 feet Roof ove hang i ong direction from outer face Roof ove 'an t short end wall from outer face Height of terior wall to top of plate on long Roof cross slope 3 /12 Wind velocity 100 mph Width v o feet generally o feet generally 8 feet constant **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM LONGITUDINAL **** Shear analysis applies along supporting shearwalls. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is CD plywood sheathing, 15/32 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 6 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building Total force transferred through diaphragm to shearwalls Total length of shearwalls 4508 pounds 2254 pounds 24 feet Actual diaphragm force per unit length of shearwall Allowable diaphragm force per unit length of shearwall --------------------------------------------------------------.----------- 93 plf 209 plf *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM TRANSVERSE **** Shear analysis applies along supporting shearwalls. Roof trusses are Southern pine lumber, spaced at 24 inches Sheathing is CD plywood sheathing, 15/32 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 6 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building Total force transferred through diaphragm to shearwalls Total length of shearwalls 8334 pounds 4167 pounds 24 feet Actual diaphragm force per unit length of shearwall Allowable diaphragm force per unit length of shearwall 178 plf 240 plf ------------------------------------------------------------------------------- *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. ROOF LOADING--Roof Number 1 (pounds per square foot) Roof cross slope = 3 inches per foot Fiberglass shingles 90 # per square and 2 layer of 15 # felt = 1.2 No insulation 1/2 in. roof sheathing = 1.5 -------------------------------------------------------------------------- Total roof unit weight on slope Cosine of roof cross slope = 2.7 = .9701425 -------------------------------------------------------------------------- Roof unit weight on horizontal 2 in. x 4 in. wood trusses at 24 in. spacing 1 layer of 1/2 in. gypsum board ceiling--plain Ceiling insulation R-30 Air-conditioning ductwork Full lighting Miscellaneous 2.783096 2.16043 2 .5 1 .3 o Total -------------------------------------------------------------------------- ------------------------------------------------------------------------- = 8.743526 Roof Unit Dead Load = 9 psf Roof dead load supported generally by wall 107.6788 plf ROOF LOADING--Roof Number 2 (pounds per square foot) Roof cross slope = 3 inches per foot --------------------------------------- Fiberglass shingles 90 # per square and 2 layer of 15 # felt = 1.2 No insulation 1/2 in. roof sheathing = 1.5 ------------------------------------------------------------------------- Total roof unit weight on slope Cosine of roof cross slope = 2.7 = .9701425 ------------------------------------------------------------------------- Roof unit weight on horizontal 2 in. x 4 in. wood trusses at 24 in. spacing 1 layer of 1/2 in. gypsum board ceiling--plain Ceiling insulation R-30 Air-conditioning ductwork Full lighting Miscellaneous 2.783096 2.16043 2 .5 1 .3 o Total ========================================================================= = 8.743526 Roof Unit Dead Load = 9 psf Roof dead load supported generally by wall 107.6788 plf ROOF MEMBER DEAD LOAD REACTIONS AT BEARINGS All values are in pounds Roof member number 1 --Span 22 feet, Slope 3 /12, interior zone---- 215 Roof member number 2 --Span 22 feet, Slope 3 /12, end zone---------- 215 SUM MAR Y o F H U R R I CAN E A N C H 0 R DES I G N Simpson hurricane anchors Truss number 1 --Span 22 feet, located ln interior zone:--Model H3 Truss number 2 --Span 22 feet, located in end zone:-------Model 2--H2.5 . SUM MAR Y o F H U R R I CAN E A N C H 0 R A N A L Y S I S All values of forces are ln pounds. Resistances have been increased for wind. End zone width = 6 feet Code: C Compliance N = Non-compliance Simpson hurricane anchors Truss 1 --Gable roof--Span 22 feet, at 24 inches oc--in interior zone: Uplift = 649 Dead = 215 Net = 434 Model H3, Resistance = 460 C Model H3--18 gauge anchor, 4--8d nails to truss, 4--8d nails to plate Truss 2 --Gable roof--Span 22 feet, at 24 inches oc--in end zone: Uplift = 943 Dead = 215 Net = 728 Model 2--H2.5, Resistance = 830 C 2--Model H2.5--18 gauge anchor, 5--8d to truss, 5--8d to plate (each) **** DESIGN OF FOUNDATION ANCHORAGE **** Anchor bolts are 1/2 inch A307, with 2 inch round washer at 72 inch centers. Total uniform wind uplift on foundation = 298 pounds per linear foot Uniform dead loads in pounds per linear foot: Roof = 107.6788 plf Wall = 0 plf -------------------- Total = 107.6788 plf Total uniform dead load times 2/3 Net uplift force on foundation 71 pounds per linear foot 227 pounds per linear foot Total uplift force on each anchor bolt 1362 pounds Safe tension value of each anchor bolt 1634 pounds (increased by 1/3) Bolt safe tension value is governed by washer failure *** Summary of Design *** Foundation anchorage satisfies all Code requirements. -------------------------------------------------------------------------------- **** DESIGN OF CORNER HOLD-DOWN REQUIREMENTS **** Hold-down device is one typical anchor bolt with washer Normal anchor bolt spacing = 72 inches Distance from corner to hold-down device Distance from corner to first interior anchor bolt 6 inches 72 inches Net uplift force on foundation Tributary distance to corner device Net uplift on corner hold-down device 227 pounds per linear foot 3.25 feet 737 pounds Uplift tension due to shearwall action in one transverse exterior wall: Distance from corner to hold-down device = 6 inches Distance from corner to first interior anchor bolt = 60 inches Total shear from shearwall 2083 pounds Height of wall 8 feet Uniform dead load times 2/3 83 pounds per linear foot Shearwall moment at bottom of wall 16664 foot-pounds Additional tension at corner device 321 pounds Total uplift tension on corner hold-down device = 1058 pounds Allowable tension on corner hold-down device = 1634 pounds *** Summary of Design *** Corner hold-down device satisfies Code requirements. --------------------------------------------------------------.----------------- **** ANALYSIS OF SHEATHING FASTENERS **** Wall sheathing is Spruce--Pine--Fir lumber Sheathing is 15/32 inch plywood Sheathing extends from bottom of bottom plate to top of top plate Fasteners are 8d common nails at 6 inch spacing Total uniform wind uplift at floor level = 298 plf Uniform dead loads per linear foot: Roof 107.6788 plf Wall 0 plf Total = 107.6788 plf Total uniform dead load at floor level Net wind uplift at floor level 107 plf 191 plf Total uplift force on each nail = 95 pounds Allowable shear on each nail = 97 pounds (increased for wind) ------------------------------------------------------------------------ *** Summary of Analysis *** Sheathing to plate fastening satisfies all Code requirements. **** ANALYSIS OF SHEATHING FASTENERS **** Wall sheathing is Spruce--Pine--Fir lumber Sheathing is 15/32 inch plywood Sheathing extends from bottom of bottom plate to top of top plate Fasteners are 8d common nails at 6 inch spacing Total uniform wind uplift at top of wall level = 298 plf Uniform dead loads per linear foot: Roof = 107.6788 plf Total = 107.6788 plf Total uniform dead load at top of wall level Net wind uplift at top of wall level 107 plf 191 plf Total uplift force on each nail = 95 pounds Allowable shear on each nail = 97 pounds (increased for wind) --------------------------------------------------------------.--------- *** Summary of Analysis *** Sheathing to plate fastening satisfies all Code requirements. Wall number 1 *** ANALYSIS OF OUTWARD FORCES ON PLYWOOD WALL SHEATHING *** Wall number 2 Total outward wind force on sheathing Total withdrawal resistance of 62 NAILS Total outward wind force on sheathing Total withdrawal resistance of 62 NAILS 828 pounds 3403 pounds 954 pounds 3403 pounds **** LON G I T U DIN A L SHE A R W ALL DES I G N **** Wall framing is 2 in. x 4 in. studs at 16 inch spacing Wall stud framing lumber is Spruce--Pine--Fir Wall shear siding is CD plywood sheathing -- 15/32 inch thick Wall sheathing has all edges nailed Wall shear siding is applied directly to framing Fasteners: 8d common nails spaced along edges at 6 inch centers Fasteners: 8d common nails spaced in interior at 12 inch centers Total lateral force on building Force applied at top of walls Accumulated total shearwall length 4508 pounds 2254 pounds 24 feet Actual unit shear on shearwalls Allowable unit shear on shearwalls 93 pounds per linear foot 214 pounds per linear foot Shearwall satisfies Code requirements. ------------------------------------------------------------------------------- **** T RAN S V E R S E SHE A R W ALL DES I G N **** Wall framing is 2 in. x 4 in. studs at 16 inch spacing Wall stud framing lumber is Spruce--Pine--Fir Wall shear siding is CD plywood sheathing -- 15/32 inch thick Wall sheathing has all edges nailed Wall shear siding is applied directly to framing Fasteners: 8d common nails spaced along edges at 6 inch centers Fasteners: 8d common nails spaced in interior at 12 inch centers Total lateral force on building Force applied at top of walls Accumulated total shearwall length 8334 pounds 4167 pounds 24 feet Actual unit shear on shearwalls Allowable unit shear on shearwalls 173 pounds per linear foot 214 pounds per linear foot Shearwall satisfies Code requirements. ------------------------------------------------------------------------------- **** DESIGN OF WALL STUDS **** *** Design of Wall Stud Number 2 *** 2 in. x 4 in. studs at 16 in. spacing Stud height is 7.625 feet--located in end zone Spruce--Pine--Fir lumber----Number 1--Number 2 grade Plywood siding 15/32 inch, Southern Pine lumber, Stress level Sl Cross-sectional properties: Composite action between wood stud and plywood siding: Transformed section analysis Elastic modulus of wood stud Elastic modulus of plywood Modular ratio Location of neutral axis: Distance from inside face of stud Distance from exterior face of plywood Cross-sectional area = 11.27678 sq. in. Moment of inertia = 16.51833 in.^4 Section modulus--stud/siding bending in vertical plane: Inside face of stud = 5.877294 in.^3 Outside of plywood = 14.26186 in.^3 Section modulus for plywood bending in horizontal plane 1400000 in.^2 1800000 in.^2 .8035714 2.810533 inches 1.158217 inches .4394531 in.^3 Total outward force on stud = 318 pounds Stud moment = 303 ft-lb. Deflection of plywood between studs as continuous beam = .0063 in. Thickness of plywood divided by two = .234375 in. Plywood bending between studs is analyzed as a continuous beam. Composite bending stresses in vertical stud: Stud inside face Actual 618 psi Allowable = 2415 psi (adjusted) Plywood exterior Actual 204 psi Allowable 3200 psi (adjusted) Stud shear stress Actual 41 psi Allowable = 112 psi (adjusted) Stud tensile stress Actual 22 psi Allowable = 1020 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .2774692 Plywood stress horiz: Actual = 151 psi Allowable = 3200 psi (adjusted) Deflections: Stud : Actual = .0857 in. Plywood: Actual = .0063 in. Allowable = .5083 in. Allowable = .0888 in. *** Summary of Design *** -------------------------------------------------------------------------------- Wall structure satisfies all Code requirements. **** DESIGN OF WALL STUDS **** *** Design of Wall Stud Number 1 *** 2 in. x 4 in. studs at 16 in. spacing Stud height is 7.625 feet--located in interior zone Spruce--Pine--Fir lumber----Number 1--Number 2 grade Plywood siding 15/32 inch, Southern Pine lumber, Stress level Sl Cross-sectional properties: Composite action between wood stud and plywood siding: Transformed section analysis Elastic modulus of wood stud Elastic modulus of plywood Modular ratio Location of neutral axis: Distance from inside face of stud Distance from exterior face of plywood Cross-sectional area = 11.27678 sq. in. Moment of inertia = 16.51833 in.^4 Section modulus--stud/siding bending in vertical plane: Inside face of stud = 5.877294 in.^3 Outside of plywood = 14.26186 in.^3 Section modulus for plywood bending in horizontal plane 1400000 in.^2 1800000 in.^2 .8035714 2.810533 inches 1.158217 inches .4394531 in.^3 Total outward force on stud = 276 pounds Stud moment = 263 ft-lb. Deflection of plywood between studs as continuous beam = .0055 in. Thickness of plywood divided by two = .234375 in. Plywood bending between studs is analyzed as a continuous beam. Composite bending stresses in vertical stud: Stud inside face Actual 537 psi Allowable = 2415 psi (adjusted) Plywood exterior Actual 177 psi Allowable 3200 psi (adjusted) Stud shear stress Actual 36 psi Allowable = 112 psi (adjusted) Stud tensile stress Actual 22 psi Allowable = 1020 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .2439289 Plywood stress horiz: Actual = 131 psi Allowable = 3200 psi (adjusted) Deflections: Stud : Actual = .0744 in. Plywood: Actual = .0055 in. Allowable = .5083 in. Allowable = .0888 in. *** Summary of Design *** ------------------------------------------------------------------------------- Wall structure satisfies all Code requirements. lJPp,C1r tmr"llt u"t le'rlllTH.ln} tv nt t,C1lY c:: l::JN: dl::f:':::1 FLDVID(\ .FI'HF\1Y Ell [CIENey' CUDI::: FUF' HUJLDlt'll:, ':LH,l~::;TkU'-/ILI/'l FT.1RI'1 500A-"'::-~3 F:ps'idpl1t"i,C11 l.Jhe'lr.,rltdlr:li.llI:l F'r::,r'folm,c1JICP I'pthc.d n CENTF.'AL PPUJECT N("ME: H{HH I () r F OF: 11UI'lN.ll r y : [lU JlDF F:: IL()~3~:; J f: f1UI'IE:::; ()t,m (.)J)DPESS: :r'Fr;'1'111 f 11'11:j :1:Lltl()fF D{)[)E 1.11'( :(lIITCF: F'(\~:;CU :ZUIIE: 4: ~:;:: 5: [H.JNEP: H(4B I I (.) 1 FUP IIIJI'I()I'll TV : PEr":t'lIl IILI. : J UP 1 f.-:iIJ.l C:T 1 UN NO. f\.Iew construction Clt ,,\clditif')n ~. [,ingle family df"?tf:lchrd I~)r' I"I'--tlti fEtfni.l'y' f:~t;t;F'ct)pd ). If I'lultifamily--Nc.. r:')f unit':; t. If t1ultifamily, is thi<;::. ,"I .....c'r.<;::.I: Co',\5e (yp~:;/n':',) :1. Conditioned floor ,C1)-f0,C1 (sq.f-l:.) ). F'1"edominant eave ()Ver-llrHI~l (fl;.) Porch overhang length (ft.) I. Glass area and type: a. Clear Glass b. Tint, film or ~o.o.l.cn ,;;r::I"r"c'n I. Floor type and insulation: a. Slab on grade (R-vaIup, pP)"imetpr) O. Net l,'},'\ll type arf.~,"I and in<;::.ul 'cd; ion: a. E>.;tf.:'>Y'ior: 2. h1c,od frame (In~3UL"Itic'rl F:"/E'Ilup) 1.Ceilinq type at-eo''' alld inc:.ul,:;ti':"l: a. Unclel" attic (InsuIc:it'jr:)1I F:""/r"'llue) 2.Air distribution systems a. Ducts (Insul at ic)n + 1':".':,,,,,1; i ":.<11) 4.Heating System: S.Hot water system: h.I'lot l-Jat C?Y' C:y' ed its: !.IIF:""IIr.>,C1 I; F'c'.'( ".vcr Y'r DHF'''''J:)f::?dical;pd He,"\/; "'ump:1 7. InfiltY'cC1tion PI',C1I::l:i.::c': .1, .... "'.1' .) Fl. HV()C C:y' E'd i t C::-i (Cr"I.~:f> i 1 i nCf I i'.l.ll. 1.',.'1.:1 ':::rc'i"" \/F'1l I. . HF-"l-Jhole hOUSf::? fan, F:rl()tt ic 1-,"\dL1r1!: baY'I" ier, t'l1-1"lult iZ(lnF') 'J.EPI (must not e~/;ceed 100 pc,in!;~~) a. Total As"Built poilltc,:; b. Total Base points --.---____w_____....._____.____,.._...__........___...__._ ................-............--...-.............. ..... ..... "",-, .... .. . .." ..... '"-... .. .., ..... .... .... ..-. '_n... . .... _... .0., _ _h' ..", __ _.. _ "._ _. __ _ __ _ _. _ _ _ ___. .... . . n_ ..... _. _ "'_ ..... .... .... ,,_ ..... ._. _._ _ _._ _ _.. .__ __ F:pvie'.... of 1:/1(;:> plc"lns and specifications covpred by this calculation indicates o::e'fTIpl iallce I,Jitll the Flol"ida Energy Code. Before construction is completed this bUildinq ',Jill be inspected fel)'" complianep in accordance with Section ~~.;:"):~l. '~H)B F. ~3. .--. ..-, w..._., - _. _H' _._.._..._, w_ __. _H. __.__. n_. ..... _... ..... ..... ..... ..... w... _. _., Hereby cert i fy tlE"t .the pl,"I11'::; ,C11H:I pecifications covered hy this caleu- ation are in compliance with the lorida Energy cOf?~ PEF'APED BV: ..so?~(;~,U C t'J01 FO'l,:r 1:.'" f. J:A..C, --_.._.2.16___...__.."..._................"...."..."..'''......"........,....,....................... ........ ATE: -w-.--.-.--.-____...._..._._'"'..._._...w_...___._.__..'__.__ .................-.-......--..-......--.--....- hereby certify that thi'5 hUjJdinq is , compliance with the Florida Energy :'de. .JNEF.:/AGENT: HE: C:K 1. t'Je',.,I e':"n~; t 1 Lie: t ion 2~ Sirlglp-'-F.~fnily !.l ,., \.) . ,1 . .-::; . f:38~). ()() h. 1 . ~50 7 . () . () () Sill (,,11 e F' a rH.':' H,~. 8(::,. ~.:;sq ft: Dh . O. Osq f t lh::luh.1 e Pane O.OOsqft O.OOsqft ':::1,"1. p::::: 0.00 , 124.00 ft lU,"I":2 P:::::l:c'). OO~ '9.::)2.00sqft_,_...._" 1 1 a. P:::::30. 00 , 8F30. OOsq f t '___"""_'_ I? ,"\. 1,'1 " F:::::: h.uO. iUlcc,nd Type: ~:;ty ip Hf?at I.:UP: 1.00 1"., .. ,...., . type: FF: EI"0ctr ic o. '30 1 h. I;' . I. n. I "I 1 ':1;,. . 1 ':~"J . ':17. f.H '2:::::041 . :2.::-: '22~iE:,4. 2(:, .-.-.-..-...-.....-..--..--..--....- .-..-...-.-.----............ BUILDING OFFICIAL: urn E : _._-----------------_._......_._-_...._-_.~-_._._.._.... -...-..--.--.---..----.----------- ..._._h...._...._._..._.____._____.__.__._.___..._._.._._..._..._._____. t****************************************************************************** f:;Uttt'EI? C::ALC:UI..J'tT I [JN~::; f****************************************************************************** === BASE === === AS-BUILT === 3LASS---------------- JRIEN AREA x BSPM = POINTS ------------------------------.-------------.-.------------------------------------- 'N - -- -..- - - - - - - - -- - ..... -- -- __ .._ __ .._.. __. "'N - - -._ "'M ..... ..... .__..._ _._ ..'M .... ..... ._." ._.M n_ ..... "'M ..... ..... .._.. .......... ..n, .h.. 'UN .... "._. __ "'W ,_ ,"M _ __ _ _ .... "'~ _.. .._._ ..._ _ ._,. n_ .._ __ _ __ _ _ _ _ _ _ _ __ ......--..---------------..-...-----..-..-.-...........-'-."'----'-"'.",-,--, N 1 t). 50 02.2 1. ~:1~.-:; f;. ;:} E \r.J -1:':;.00 25.00 B:?? 82.2 ::~f;9':~~. 0 20~5~:;. U TYPE SC ORIEN AREA x SPM x SOF = POINTS .- "'W ..-..- ."- -.- _ ___ ._. ......_ .._ _,." _.~ _ "_'___N _.. ______._____ UFiL tLF: !:;IJL I.LI? HUL. C:LP !3UL CLF.~ SI.~L CL.F: N '.:J . U ~51. . 0 . 78 357. E, /I 7 r.:: ~"i .1 0 75 285. 1. . ,.J . . F ' ~:,"j 0 :I (Y1 . m 37 1810. 0 . ..... . I,,) 1. r.:~ (l 10':1. ... ::::7 603. r:J d . .... . ..J hi 1. o. 0 1 0':;1 . . , ~7r7 402. .-. .f::. . .L. ---------------.-----.--------....---------.------..-._._.__.__._-----_._----_.....-_...~-_.-~--...._---------.----------------------- ,15 x CONDo FLOOR I lOTAL ULASS = ADJ. x AREA AREA FACTOR UL.()<::;~3 PU I "ITS ADJ F1LASS PUINTS GLASS POINTS .15 B(:, . ~:i 0 --..---.-.-- --- --.-- --'- -..--.-- -.---...- -- ---...-........ ...- ..- ...- --- ..... .'- -,.. '.-. ..... _.~ -........ '--oo-.-.. _.. ..... _..._.. 3,458.25 ======~=========================================:~~======:======:================= 880.00 ~ON GLASS------------ AREA x BSPM = POINTS . ..._... n,.. ._.. .~. .__. _._ ___... _...._.. _... .____.._._._ _.. _ _____..________ ___ 1 . ~52G 7 r 1 10. :~O 10. U:;:;o. ,to : fYPE P-.VALUE AREA y SPM = POINTS ~ALLS-----------_____ ~xt 992.0 1.0 992.0 _.._-.._----~------------------------_..._.__.._..._.._..__.~....._---..._._._..--------_. -----.....--.----.----------------.------------- )OOI?S-------------___ :xt 43.2 4.8 207.4 :EILINGS------------_ JA 880.0 .6 528.0 -LOORS-----------____ ;Ib 124.0 -31.8 -3943.2 : NF I L TPA T ION.-.-..----.-....u-..-.... 880.0 10.9 9592.0 F>; t ~.Jclod Fl'. amp 13.0 ';:)'32 . (I 1.70 1686.4 E:.;t Insul ated 43.2 4.80 207.4 UrH:ler. At t; i r:: :::0. 0 880.0 . E;(l 528.0 f:3 lab .....()n ....Cir ade .0 124.0 -31.90 -3955.6 PI' a 0:: t; i cell:? BHO.(l 1 (I. '30 95'32. 0 1 n ~ :~:2C. ~::)f) ==:============================================================================ rOTAL SUMMER POINTS 11,516.41 -orAL y; >lJM PTS C:[J(JL I NCi POINTS =============================================================================== y; C:(H-' :'; In..IC>' P(')TIU NULl SYSTEM MULT --.--------...--.-----.---------.-..----..-.-.------ TUI(.'jL CUI'IF'UN x SYST'E~I x (:REDIT = COOLING MULT MULT POINTS ...- ..". ..... ...- ..... ..... -.- -.- ..... ..-. _. _.. ..... ...M ..... .._ ..... '"._ 18,2:26.56 .37 6,74:3. EJ:3 11, ~51G. 41 1.00 1. CO'O .325 :1.000 3,9'3'3.43 ===============================:=============================================== ...- M'" ...__.. __ 'u.,.," _'M '_"M'_ ..,.. ..,_ __.___... __ __._._._....______ _____.._ '*************~********************~******************************~***~******** tJ(YTEI? IIF()T I ('J'.j ~******************************************~****~****************************** === BASE ::::::::0,,= =:''''": {)S'..BI...IILT __u._._.. JUI'l or ~EDPI'1S =====================:::::=::::::::::=====:::::=::::::::::=:::::==:::::::::::::::=::::::::::===:::::=====:::::=====:::::=================== ~: I"JUL T TUTAL T()I\lh: VULUtlE FT TAI'H F: () T I (J )-; t-JULT '.-; eFFDIT "lULl = TOTAL __M. __ _._ _.____.__..._. ____ __ _._....... _... .... _"_.....". ....._.. ....... 3 35:27.0 10~ ~:ml. 00 ':10 ..... _h. _.. "... "n' _h. '"M _... _,_ _".. M... __. . ~ M'.. _0., _. _ "., ~ 'M., __ __ _ _. _. _. __ _ _ _.,_.. ----------------.---------..-----.....---.----.--..-----..--.-.------.....----.....-----.------------------------ .. -- - "'- - - -.. - -- --.- --. - - '.M_ .....-- .,- ..... "M' ",-. "'" ,",- -.... -... ..." ..... ".-. ... ..--. ..... ..... ._.. .h... ,-. ..... .."," h... ,-,.... -, ..-_ __... ._... ,.. ..__ '., . .,.,. '._ ._... ..._ ..... ..... ..... ._.u._ ..._ _...._., _.__ ..... ..... _... ..... "'M ._.. '._. ..... _... ~... "._ ..__ _ _ _ _ _ __ ':~Hl 1. UOO ~'::;149 .7 1.00 10,34':1.00 ~****************************~****'~~*****~*~*~~*********************~********* f:;Utlt1rlPY f****************************************************************************** === BASE ::::::::::::::: ::DOL I NI3 'DINTS + ----------------------------------R.--____M__.____M.__---_.____M________________________________ .. ..... '.'M .._ '~M -_ 0-- - _._ - - .._ __ ..._ __ ..._ .._..... -0- ..._ ..... ..... ..... __ ..._ ..,.. ...~ .... .__ - .,._ ..,.. ._.. ..__.... ..... ..... ..... _... ._... "._ ..... ..... ..... .,.,. ....,.._ ..... ..... .__ ...__ .__ "'_"'_ _. .__ ..._ _ .__.._ _ ..._ _.,. ..... _... _._.... ..__ _._ __ _ _ _ _ _ __ ::::::::::= AS-BUILT :::::~= HEATINC::; POINTS HnT L'JATFF: -I- POINTS TrlT()I.. F'Cl I NTB CUUL. I Ni:j FU I NT~:; ,. IIFAT I NI3 PDINTS HOT ~J(\TEP -I- F'CI nH3 = TOTAL POINTS __'M ..... -- -._ ___.._.M__._...... __"'d_M"_" __ Md' __. _.. ..... _._..._ _... ..... _... _..... G743.8 ~5:23'3. .:1 1 O~jB 1 . 0 ::;' , ~:jF,'l. :,?h .... .......-..... ...... .. ..... ..... -... _... ..... .-.. -... ...., '"'' _.. ,_.. - -- -.., _.. -- _.. .-....- - -. -.-..- _. - - -- .-------------____M_.___.__._.______......__.._..._.. - ..... "- ..... ..... _... .--. -'- ..... ._0 -- -.. -... -- -'" ...., ..... ..... ..._ _... .. .. ..... ..._ ..... ..... _.... ..... ..... . .. ........ ..... .m. . :Y~':J :). 4 7 (; ;9":- . El 1 0:34 '::~. ( ) 22,041.2:2 ...__M_________._.__...__.___.___________________________ . .- .-- ~... ...,. .....-.- ..... ....- ..... ..... ...... ... "'," ...- _... .... '"-. ..... .-. -.. '-"'- .-. ...-..-- ..... ..- ..-. ..-. ..-. .--.- ...~ ---..-- -- ----- *~~********~**y~* v L.r"I ''97. c,n .r *x**~***********x .. .. .. " .. .. .. n n ~ n''''''''''':'''1<'''''''''''''~'I'.'Jll''Il--Jl''/I;'*'l!.l('~''~'~'l!-l<:.l(.* *.*-*.jl.*.jl-l(..l!.*-*.w,* '* l!.II*-**lf-'*-****"l!--!f"*-**"!!-l!-'l!'**'l(-,*,'JE.***.**** l~ 11\11 EP C:ALtUI..J)T T UN~3 l(******************************~***l(***********l(******************'************* :;:=:::;: BASE =~:"'~~ "'''=,,~ AS--BLl 1 LT ==:= JLASS-----------_____ ORIEN AREA x BWPM = POINTS ------------------------------------------------------------------------------- '-'- ...~ -.- - - -- -.- - -'- - - - ~- ._~ .-- 'n_ ".- ...- ...- '-. _ .._ __ h_ "'n h_.. _b' ..- _.-, ..... ..." 'h_. ."- -- -.., __ ..._ ".._ ,.... ..... ..._ __. ..._, ..... _... _._. _.~ __ '"_. .._ b.,. ~._ _ __ .b.. '''_ _..'._ ..'~ _~. __ ...~ '_." __ _ __ _ _ _ _ _ _ _ _._ -~ -- ._- --._.~ ."- -- -.. ~- - - -- - --.- -- ..- ..- -- _... ...~..... ..-. ._- ...- .-- ...., ..... ...- N 16.50 --3.4 ";::'iC,. 1 E ~I 45.00 25.00 ,,3. ':1- '-3.4 -- t ~::;:::1. 0 ..n~o:;. u --------._.___.w___...._____._..___.____ TYPE se ORIEN AREA x WPM x WOF :;: POINTS Hljl... I..::LF' ~:;UL eLF: f;I'iL C:LF: !3UL CLI? !', (=n.. C: L F: N ,,/ r 1,1 1.1 . 15 x C:OND. F'L_UllP / Turrll. 131 J)HH ~:c nD,L ~; 1..;1.('):=;'; APEA ()PE() F (lC:T UI? PU I IIf '::; -- _.. ._,- -.', ~- -- -- .... _m -....._ __ _... _. M", .... _M' __. ..... .'M h", "'_ . 15 8130.00 Db. ~:)() ~-~--~-------~----------------------------------------------------------------- . ....- ........ ........ -........ -............-..............--.......-............ . ..-...... ........-......... ..... ....... .... .... .... ....... ......-........................ ... "- "'''''' ... . .m......_...... ......... .._. "__'_'m .... .... ._.... .m._..__________.___ 'ION GLAS~'3.....-.....--....-----.-- ..._. APEA ;,; I~hIF'I"1 ':c F'(J I 1'.1 IH -..--.------------.-----.---.---..--------.........-- ~ALLS----------______ =xt 992.0 1.1 1091.2 JOOPS--------___ ~xt 43.2 5.1 2~~:(). :~J :EILINGS---------____ JA 880.0 .G 520.0 ~LOORS-----------___ :lIb 124.0 -1.') :?:~l~'j.C [NF I L TRf-H ION----..-.-..---..--..-.- 880.0 4.1 3608.0 J . ~)::"h "::'},j. 1 r) '=1.0 '=j. f, 'J.6 ......---..-.....--...-------.....------------ ',7 . ~.3 .j::':;. (\ l:j.O 10.0 -"'. :;:~ . :.2 '-, ,-', 1. 14 1.1~:) <3.61 --3. 61 -..~::. (~, 1 98.1 8:3. 1 357.7 119.2 7'3.5 I'YF'F ()D,T l':iU-)SS PO I NT~3 ..- -.- -- -- -- -.. - -.- -- -.., ..- -.- GU)SS POINTS '1.jH. ElU . ..... ..-- ~... _. _. ._~ .... u._ _.. __. _..... . _'" _'_._...___. ___...___ 737.60 F' ....'.)()L.l IF ()PEIl ~; . -..... ..... __ _~. u_. __ _____. _ ..._.__ .._._ ._. ,__.__ ______._ __..____ t.JF'N =:: PO I NTS [:::';1; I~o()(i Fl"amp [ :.: t .1. r I c:; U 1 ",I t.: F'd Uncler' ()tt i,-;: HI ,",h"cln '1.:J1" ,,",c1F' F')" ,"' C t i r::: p U? J~~1.0 '3'9~::. 0 1.80 1785.6 ,:1 :::: . t.;:- 1 0 22t). 3 0:,. d . :.::~() . 0 BElO. 0 . 60 528. 0 0 :I 24 n . , 50 310. 0 . . .~:. . U80 . I) ,'I . :I 0 3608. (I rOTAL WINTEP POINTS =~================~============================================================ 4~75::~).12 : IT!T{)L .JI N F'TS HEAT I NU PO I NTE; ~~=================:=:~=====~=~:=::~=:.~~:~=~==::: "'--'" .-. ..... ....", .-....... ..... ..... ...-....-.......,- ,- ,. ...".......... SYSTEN Ml.ILT .n -- ..... _"0 _... ..... H'., -.-, n'" ..... ....." --. "... ...._ ""'" ...... _._ .__ _._ ... ..... _.. ..._ ._.. .... . 'n._ ..... n._ 4,7(<3.12 1. 10 ~-::;, :2~} ':J . I't. :.:1 -....~.:~..-::.~~:~~.::~..:::~=:.~:~~:~~.~~:.:~:~:~~::.-:-:~........._~~~~~~:~.===:=~~~================ I U n)L I,:U',F'UIJ :r; I.J)F' :r; Dt.!': I F:(H T U IH/L' ~.. ..::: :-::~ :-~ ::::- ~.~ :::77::::: =:::=': ~ == :::::=::~=:::-;: -:::-: :=--::::=:::::= =========== 7,189.5:2 7 , J H ': I . ~j :,;:: 1. ()() I.. () '7 I) .. Hycn EM x I"IUL 1 C:PFnIT '= HEATING 1"Llt r PO I NTS t. UUu -.... ...- ..... --. .-. - .... -,~ .." .... .~.. -.- -..-...--.-.-...-....- --..-.. 7,6'32. '1'"9 1 . Ouo I.~_I 'It''': I.:] r ..:] U .L 1.J ,:: "Fof detailed informatio~ of the EPI rat ing nUmIJPI'" or for any ITEM listed, i::lsk your Builder for DCA Form GOOA...-'J3 or Form 600B-93 . I) 1 (I :;:::0 EF'I''''' ':0. 7 3() 40 ~:.:;(I CO 70 no '-:;fl) 100 ........--....-.-....---.....-..- x -- : ; ...~. . .... "_ __ __ .__ ,_'n ,".. The maximum allowable EPI is 100. lhe lowpr the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE PATING SHEET I TEt1 IILJI"IE 'v'()LI.JE LCl'..J E f f .i C i ene y High Efficiency !::; I t.IGL eLF.: DBL TINT WINDOWS.....................Single Clear :x--------------------: INSULATION................. . C:eiling R-Value......... 30.0 R-I0 P-30 :--------------------X: F: .) \.-Ja 11 R -- V ,,;\ 1 u e. . . . . . . .. 1 :.:1 . u I "'_h._.._ , R--'7 ---------------Xl P--1 '3 F:O F 1 OOt- R-Value..... .... 0.0 lX-.-...-.... .-...----....----.....--..-...--.----.--: AlP CONDITIONER............. to.l) !3EFR 17.0 SEEF:. . . .. . . . .. . . .. .. .. .. . .. . .. .. " II .. 0.0 :..---..----.---.--------.....-----------: HEATINf3 SYSTEI'1.............. "2 .. ~'_~j () C:UF' 4.19 Electric COP............. 1.0 :x ..----..-----.,.----------..---: WATER HEATER................ Electric EF.............. o. '30 O.UU : ---.-- X ._m._ O. ~.)4 o . ':3 6 ...----.---: O. ':30 Gas EF'. . . . . . . . . . . . . . O.Ou .. ...- -.- -- '.-. .- _'_ ..._ .__ .__ . .. ._., _'~ __ ._. .0. _ _ _ : u. ,IU 0.80 Solar EF. . . . . . . . . . . . . . , .. , .. ."_ ..... "'M ..._ .... .._.. ,__ __ .._ .._ .__._.._ __ _ : OTHER FEATURES.............. .................... "....... I certify that tllP~-:;P f.O!nPI..~~y s,:;\vinl:,l fe,:;\tul'c'C, rE~ql.JiY'ed foy' the Florida Energy Code have been installed in this house. FlIlilclel" Add res 5 : ______.___..__....._..__......_..._.___.__.._............___.._ S i g n a t LI r e : ......... Date: C i t Y / Zip ______.___.___......._...........__...__..._.._._.._..__....... Florida Energy Code for Building Construction Florida Department of Community Affairs .... j'f33 FL-EPL CARD93 I .. I . 11._. I . ~ '..J , ....11...' ll.IL. For detailed i~form~tion . of ttle EPI rat in9 nllmbcl' or for any ITEM listed, ask your Builder for DC:A Form E,00A.-'33 or For m 500B--'33 EP 1:::= '=)7. 7 o 10 :20 :;;;0 40 50 60 70 80 90 100 ... ... ................- -..... ..... .... ...-.... .. ...-..- -.-.....-.. ......- ...._.... - ..... X -. : The lower the EPI the more efficient the home The maximum allowable EPI is 100. RESIDENTIAL ENERGY PER~ORMANCE RATING SHEET ITEI'1 ~IUI"IE \.'{)LUE 1....0'_.' Efficiency High Efficiency WINDOWS. ....... . . . .. . ... . .. . ~:;inql (" Cl pal" !3111UI.... eLR DBL. TINT : X ..-.. ...... - .---- -. .-. ..-..----. -" ,,- -.. -.. ...--......" - -- : INSULATION.................. C:ei ling R-Value......... 30.0 P-I0 R-30 : .."......- ......... .......- ...".... -....... .-. ..-. .....-.-.... ..-......- X : Hall p-..o P-7 R-Value......... 13.0 :--------------------Xl F'loo,. p.- V ,oil. U E!. . . . . . . . . o.u R.-.n :X R-l'3 .-.-. ..- ...- . .- .-- .~- .- ...- .... -- --. -- -- - : AIR CONDITIONER...... .... ... SEEP. . . . . . . . . . . . . . . . . . . . . . 10.0 f3FEF: 17.0 o.u .----..---..----..-------.....---1 HEAT I NI::i SySTEM.............. Electric COP............. 1.0 ~? . ~:":i () : Y,--- CUP 4. 1'3 ... -- '_m ..........- ...- .--.- ...- .... -- _ _ 1 WATER HEATER................ E I ec t r i c EF . . . . . . . . . . . . . . '.t. flU O. '35 u. 'y, -x..-...-..--..--.---.----------: Gas EF. . . . . . . . . . . . . . '). :';.1 O. '30 0.00 ....-----....-----.---- : Solar EF . . . . . . . . . . . . . . u. .10 0.80 :-.....---.....-----.....-....---.------.-----: OTHER FEATURES.............. .................... .".... .... I cey'tify th,'=\t ttle~3e E>neY'~~y <;;,"1v'inq featUI"f?S l'.r:>quirecl fOt- the Florida Energy Code have been installed in this house. Builder Ad d I" e s s : ________..._____..._______.___._.._.._......_....._ S i g n a t U I" e : _...____..______.__.........______________.._ D ate: C:it IZi Y P ________..__.....__._....___._.._.._....__ ~lorida Energy Code for Building Construction - 1993 ~lorida Department of Community Affairs FL-EPL CAHD93